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contributor authorC. G. Koh
contributor authorY. Zhang
contributor authorS. T. Quek
date accessioned2017-05-08T22:38:53Z
date available2017-05-08T22:38:53Z
date copyrightMarch 1999
date issued1999
identifier other%28asce%290733-9399%281999%29125%3A3%28347%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84960
description abstractAn efficient and robust numerical method is presented for the dynamic analysis of low-tension cables. The numerical solution strategy is based on finite-difference approximations of differential equations. In a scheme used by other researchers, known as the box scheme, the trapezoidal method is employed in both space and time domains. This scheme, however, gives rise to spurious high-frequency oscillations in cable tension response, as discovered in the research work reported herein. A modified box scheme is proposed to eliminate the problem. To improve computational efficiency, an iterative procedure is used to solve the resulting nonlinear simultaneous equations. A “free-fall” problem of cable dynamics involving low tension and large displacement motion is studied numerically. An experimental program is carried out to verify the accuracy of the numerical solution with regards to cable tension response.
publisherAmerican Society of Civil Engineers
titleLow-Tension Cable Dynamics: Numerical and Experimental Studies
typeJournal Paper
journal volume125
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1999)125:3(347)
treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 003
contenttypeFulltext


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